Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Civil And Construction

Road Construction

Eprocure

East Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 6,13,07,500

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Costs

EMD
₹ 15,32,688
Document Cost
₹ 50,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_CESDA_131702_1
Bid Award Id
View
Tender No
SKPMGSY III
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-14.1 MBTendernotice_1.pdf

NIT

BOQ-1481.3 kBBOQ_207133.xls

BoQ

Document-311.2 MBsbd.pdf

SBD

Document-21.5 MBPMGSYADDENDUM.pdf

Document-179.2 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity358.2

Rate2446

Amount 6.83

Carriage on Un Surface road

Quantity39.8

Rate339

Amount 8.53

Loading & Unloading

Quantity199

Rate45465

Amount 228.47

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1815.31

Rate7533

Amount 4.15

Carriage on Un Surface road

Quantity201.7

Rate1006

Amount 4.99

Loading & Unloading

Quantity27.41

Rate2342

Amount 85.48

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.(Stone Chips)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11093.54

Rate46038

Amount 4.15

Carriage on Un Surface road

Quantity382.54

Rate1908

Amount 4.99

Loading & Unloading

Quantity51.98

Rate4442

Amount 85.48

Flexiable Pavement

Quantity-

Rate-

Amount -

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity15693.75

Rate487761

Amount 31.08

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.46

Rate40707

Amount 88494.12

Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity15693.75

Rate46453

Amount 2.96

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Only Shoulder Portion (GSB)

Quantity917

Rate234953

Amount 256.22

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity1421.76

Rate2542154

Amount 1788.03

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity1647.85

Rate3572553

Amount 2168.01

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

Quantity16478.44

Rate754877

Amount 45.81

TACK COAT-

Quantity-

Rate-

Amount -

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity16478.44

Rate251460

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity16478.44

Rate3541216

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7029.7

Rate29173

Amount 4.15

Carriage on Un Surface road

Quantity88.98

Rate444

Amount 4.99

Loading & Unloading

Quantity59.32

Rate17574

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6352.5

Rate26362

Amount 4.15

Carriage on Un Surface road

Quantity247.5

Rate1235

Amount 4.99

Loading & Unloading

Quantity165

Rate48882

Amount 296.26

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone chips for CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity387415.89

Rate1607775

Amount 4.15

Carriage on Un Surface road

Quantity4904

Rate24470

Amount 4.99

Loading & Unloading

Quantity2109.25

Rate180298

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity101999.02

Rate423295

Amount 4.15

Carriage on Un Surface road

Quantity1291.13

Rate6442

Amount 4.99

Loading & Unloading

Quantity555.32

Rate47469

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity18

Rate124281

Amount 6904.55

ii) 600mm Circular

Quantity6

Rate37439

Amount 6239.87

Fixing of Ordinary KM stone

Quantity5

Rate12118

Amount 2423.72

Fixing of 200mtr stone

Quantity18

Rate12554

Amount 697.45

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity844.5

Rate185747

Amount 219.95

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).

Quantity366.11

Rate1631877

Amount 4457.39

Slip Clearance

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity3357.55

Rate137894

Amount 41.07

H.S. Drain

Quantity-

Rate-

Amount -

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

Quantity3668

Rate7264217

Amount 1980.43

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8162.4

Rate33873

Amount 4.15

Carriage on Un Surface road

Quantity318.02

Rate1586

Amount 4.99

Loading & Unloading

Quantity212.01

Rate62810

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity27023.48

Rate112147

Amount 4.15

Carriage on Un Surface road

Quantity1052.86

Rate5253

Amount 4.99

Loading & Unloading

Quantity381.47

Rate32608

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity140807.46

Rate584350

Amount 4.15

Carriage on Un Surface road

Quantity1782.37

Rate8894

Amount 4.99

Loading & Unloading

Quantity766.61

Rate65529

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity46601.94

Rate193398

Amount 4.15

Carriage on Un Surface road

Quantity1815.66

Rate9060

Amount 4.99

Loading & Unloading

Quantity550.2

Rate89132

Amount 162

Protection Work (Retaining Wall, Breast Wall)

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity222.04

Rate104196

Amount 469.26

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity31.35

Rate29575

Amount 943.28

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity25.52

Rate124798

Amount 4889.63

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity280.15

Rate1270439

Amount 4534.92

Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity61.16

Rate280896

Amount 4592.67

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity31.04

Rate66652

Amount 2147.1

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity13.08

Rate16739

Amount 1279.76

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity79.8

Rate108238

Amount 1356.37

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Quantity77.76

Rate100126

Amount 1287.63

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity121

Rate40825

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2172.9

Rate9017

Amount 4.15

Carriage on Un Surface road

Quantity84.66

Rate422

Amount 4.99

Loading & Unloading

Quantity56.44

Rate16720

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity16596.19

Rate68874

Amount 4.15

Carriage on Un Surface road

Quantity646.61

Rate3226

Amount 4.99

Loading & Unloading

Quantity122.82

Rate10498

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity26657.45

Rate110628

Amount 4.15

Carriage on Un Surface road

Quantity337.44

Rate1683

Amount 4.99

Loading & Unloading

Quantity139.85

Rate11953

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity27437.09

Rate113863

Amount 4.15

Carriage on Un Surface road

Quantity1068.98

Rate5334

Amount 4.99

Loading & Unloading

Quantity323.93

Rate52477

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT (1X1X1.5)

Quantity3

Rate2023505

Amount 674501.74

RCC SLAB CULVERT (1X2X2)

Quantity3

Rate2299203

Amount 766401.01

MRL02-SPWD ROAD TO UPPER MARTAM

Quantity-

Rate-

Amount -

Flexiable Pavement

Quantity-

Rate-

Amount -

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity15451.88

Rate480244

Amount 31.08

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.42

Rate36725

Amount 88494.12

Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity15451.88

Rate45737

Amount 2.96

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Only Shoulder Portion (GSB)

Quantity824.1

Rate211150

Amount 256.22

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity1551.73

Rate2691113

Amount 1734.27

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity1622.45

Rate3517487

Amount 2168.01

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

Quantity16224.47

Rate743243

Amount 45.81

TACK COAT-

Quantity-

Rate-

Amount -

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity16224.47

Rate247585

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity16224.47

Rate3486639

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6337.28

Rate26299

Amount 4.15

Carriage on Un Surface road

Quantity87.61

Rate437

Amount 4.99

Loading & Unloading

Quantity58.41

Rate17303

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4617

Rate19160

Amount 4.15

Carriage on Un Surface road

Quantity243

Rate1212

Amount 4.99

Loading & Unloading

Quantity162

Rate47994

Amount 296.26

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone chips for CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity349254.97

Rate1449408

Amount 4.15

Carriage on Un Surface road

Quantity4828.41

Rate24093

Amount 4.99

Loading & Unloading

Quantity2076.74

Rate177519

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity91952.17

Rate381601

Amount 4.15

Carriage on Un Surface road

Quantity1271.23

Rate6343

Amount 4.99

Loading & Unloading

Quantity546.77

Rate46737

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

Fixing of road cautionary Sign

Quantity-

Rate-

Amount -

i) 900mm equilateral triangle

Quantity17

Rate117377

Amount 6904.55

ii) 600mm Circular

Quantity5.67

Rate35361

Amount 6239.87

Fixing of 5th KM stone

Quantity-

Rate-

Amount -

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

Fixing of 200mtr stone

Quantity17

Rate11856

Amount 697.45

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity831.6

Rate182910

Amount 219.95

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).

Quantity300

Rate1337217

Amount 4457.39

Slip Clearance

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity5192.41

Rate213252

Amount 41.07

H.S. Drain

Quantity-

Rate-

Amount -

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

Quantity2884.35

Rate2968774

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2655.19

Rate11019

Amount 4.15

Carriage on Un Surface road

Quantity139.75

Rate697

Amount 4.99

Loading & Unloading

Quantity93.17

Rate27601

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7109

Rate29502

Amount 4.15

Carriage on Un Surface road

Quantity374.16

Rate1867

Amount 4.99

Loading & Unloading

Quantity135.56

Rate11588

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity45597.1

Rate189227

Amount 4.15

Carriage on Un Surface road

Quantity630.38

Rate3145

Amount 4.99

Loading & Unloading

Quantity271.13

Rate23176

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity18265.72

Rate75802

Amount 4.15

Carriage on Un Surface road

Quantity961.35

Rate4797

Amount 4.99

Loading & Unloading

Quantity291.32

Rate47193

Amount 162

Protection Work (Retaining Wall, Breast Wall)

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity589.52

Rate276638

Amount 469.26

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity66.79

Rate63001

Amount 943.28

Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity163.1

Rate749064

Amount 4592.67

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity82.78

Rate177741

Amount 2147.1

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity51.24

Rate250549

Amount 4889.63

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity722.33

Rate3275722

Amount 4534.92

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity52.32

Rate66957

Amount 1279.76

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity73.5

Rate99693

Amount 1356.37

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Quantity213.6

Rate275037

Amount 1287.63

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity231

Rate77939

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3402.53

Rate14120

Amount 4.15

Carriage on Un Surface road

Quantity179.08

Rate893

Amount 4.99

Loading & Unloading

Quantity119.39

Rate35369

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24220.87

Rate100516

Amount 4.15

Carriage on Un Surface road

Quantity1274.78

Rate6361

Amount 4.99

Loading & Unloading

Quantity310.89

Rate26575

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity63619.81

Rate264022

Amount 4.15

Carriage on Un Surface road

Quantity879.54

Rate4388

Amount 4.99

Loading & Unloading

Quantity357.14

Rate30528

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity51872.85

Rate215272

Amount 4.15

Carriage on Un Surface road

Quantity2730.15

Rate13623

Amount 4.99

Loading & Unloading

Quantity827.32

Rate134025

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC CULVERT (1X1X1.5)

Quantity5

Rate3328796

Amount 665759.23

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